WO2012004182A1 - A yieldable lighting column - Google Patents

A yieldable lighting column Download PDF

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Publication number
WO2012004182A1
WO2012004182A1 PCT/EP2011/060989 EP2011060989W WO2012004182A1 WO 2012004182 A1 WO2012004182 A1 WO 2012004182A1 EP 2011060989 W EP2011060989 W EP 2011060989W WO 2012004182 A1 WO2012004182 A1 WO 2012004182A1
Authority
WO
WIPO (PCT)
Prior art keywords
column
shell
irons
collision
vehicle
Prior art date
Application number
PCT/EP2011/060989
Other languages
French (fr)
Inventor
Anders Welandsson
Original Assignee
Ab Varmförzinkning
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ab Varmförzinkning filed Critical Ab Varmförzinkning
Priority to US13/805,497 priority Critical patent/US20140043836A1/en
Priority to AU2011275921A priority patent/AU2011275921A1/en
Priority to EP11729609.5A priority patent/EP2591170A1/en
Publication of WO2012004182A1 publication Critical patent/WO2012004182A1/en

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F21—LIGHTING
    • F21S—NON-PORTABLE LIGHTING DEVICES; SYSTEMS THEREOF; VEHICLE LIGHTING DEVICES SPECIALLY ADAPTED FOR VEHICLE EXTERIORS
    • F21S8/00—Lighting devices intended for fixed installation
    • F21S8/08—Lighting devices intended for fixed installation with a standard
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/623—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection
    • E01F9/631—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection specially adapted for breaking, disengaging, collapsing or permanently deforming when deflected or displaced, e.g. by vehicle impact
    • E01F9/635—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection specially adapted for breaking, disengaging, collapsing or permanently deforming when deflected or displaced, e.g. by vehicle impact by shearing or tearing, e.g. having weakened zones
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21C—MANUFACTURE OF METAL SHEETS, WIRE, RODS, TUBES OR PROFILES, OTHERWISE THAN BY ROLLING; AUXILIARY OPERATIONS USED IN CONNECTION WITH METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL
    • B21C37/00—Manufacture of metal sheets, bars, wire, tubes or like semi-manufactured products, not otherwise provided for; Manufacture of tubes of special shape
    • B21C37/06—Manufacture of metal sheets, bars, wire, tubes or like semi-manufactured products, not otherwise provided for; Manufacture of tubes of special shape of tubes or metal hoses; Combined procedures for making tubes, e.g. for making multi-wall tubes
    • B21C37/08—Making tubes with welded or soldered seams
    • B21C37/0803—Making tubes with welded or soldered seams the tubes having a special shape, e.g. polygonal tubes
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
    • E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
    • E01F9/623—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection
    • E01F9/631—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by form or by structural features, e.g. for enabling displacement or deflection specially adapted for breaking, disengaging, collapsing or permanently deforming when deflected or displaced, e.g. by vehicle impact
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials
    • E04H12/08—Structures made of specified materials of metal

Definitions

  • the present invention relates to a yieldable lighting column, comprising an elongated, continuous sheet metal shell with a polygonal, preferably octagonal, cross- section with internal, stabilizing irons internally attached to the shell. It also relates to a method of providing such a lighting column with the ability to yield to a colliding vehicle with minimum damages to the vehicle and its passengers.
  • Lighting columns placed at the roadside, where there is a risk for a vehicle leaving the road for some reason to collide with them, are customary of a yieldable construction.
  • the hit column will bend over the colliding vehicle and absorb the collision energy in such a way that the damages to the vehicle and its passengers will be kept at a minimum.
  • the stabilizing function can be performed by rod irons internally attached to the shell.
  • the shell is made of "a thin gauge metal sheet", in practice with a thickness of well under 1 mm. This shell does not have enough stability in any part, and therefore all sides of the shell have to be internally stabilized over their entire lengths and practically over their entire widths by strips.
  • the construction is in practice a shell of thick material with weakened corner portions.
  • the deformation properties at a collision are not satisfactory, because "the giving way ability is achieved ... because of the bent corner portions joining the intermediary flat areas stabilized by the strips" (page 7, lines 2-4).
  • the less satisfactory deformation properties have to do with the lack of free shell areas that should have the possibility to buckle under the forces from a collision.
  • the irons are flat irons, which are internally attached to each second of the sides of the shell and extend at least in the longitudinal area of the column, where a vehicle may hit the column at a collision.
  • Fig 1 illustrates a collision between a car and a yieidable lighting column
  • Figs 2 and 3 are sections through a conventional yieidable lighting column before and after a collision, respectively,
  • Figs 4 and 5 are sections through a yieidable lighting column according to the invention before and after a collision, respectively, and
  • Figs 6 and 7 correspond to Figs 4 and 5, respectively, but depict the coll ision occurring from a slightly different angle.
  • FIG. 1 A collision between a yieidable lighting column 1 and a car 2 is illustrated in Fig 1.
  • the column 1 (provided with a non-shown lighting arrangement, normally at or towards its top) is standing upright, as shown in greyish lines. In a way not shown or described, it is connected (for anchoring to the ground) to a ground attachment of a suitable kind.
  • a car 2 hits a lighting column 1, it is of advantage for the driver and passengers of the car, if the column is yieidable, so that it can absorb the kinetic energy of the colliding car over a longer distance, than with a stiff column. As shown in Fig 1, the colliding car 2 will thus bend down the first portion of the column 1 to the ground, whereas a further portion of the column will be flattened and bent over the car by its front.
  • FIG. 1 A section through a presently used, yieidable lighting column is shown in Fig
  • the column is built-up of an octagonal sheet metal shell 3, which preferably tapers slowly upwards.
  • the shell can be built up of several wall units, preferably welded together.
  • the shell structure is reinforced by internal round irons 4, which are attached to the shell, preferably by spot welding or continuous welding. In the shown case, four round irons 4 are attached to the middle of each second of the eight side walls. The number of round irons 4 and their positions within the shell can vary.
  • the column shell can have more or less sides than the shown octagonal column, and it can have a rounded cross-sectional shape.
  • Fig 4 a section through a column according to the invention is shown. Also in this case the column 1 has an octagonal section and has a sheet metal shell 3, which tapers slowly upwards continuously or stepwise.
  • the sheet metal material normally galvanized iron
  • the sheet metal material may typically have a thickness of some 1.5 mm, but other thicknesses are possible.
  • the sheet metal shell 3 is internally provided with plate irons 5 (instead of the conventional round irons 4, shown in Figs 2 and 3). These plate irons 5 may preferably be fastened to the sheet metal shell 3 by continuous welding or spot welding.
  • the plate irons 5 may typically have a thickness of some 4 mm, but other thicknesses may be chosen.
  • the width of the plate irons 5 are chosen to be well under the wi dth of each side of the octagonal shell 3.
  • the plate irons 5 do not need to extend along the entire height of the column 1; their presence is most important in the area in which a collision with intended bending can occur.
  • plate irons 5 are provided, namely at each second of the internal sides of the octagonal column.
  • the intended function may, however, in principle be accomplished with fewer or more plate irons.
  • the irons 4 or 5 When the column 1 is standing upright (Figs 2 and 4), the irons 4 or 5 will provide it with the necessary stability and strength, irrespective if they are round irons 4 or flat irons 5. The function at collision and bending is, however, different.
  • Fig 5 illustrates a collision at a column side without flat iron.
  • the column will be flattened, as illustrated, and the column sides perpendicular to the collided side will be bent together. More importantly, however, is that the flat irons 5 follow in the flattening and will attain positions substantially parallel to each other, so that their stiffening function is greatly diminished. Differently speaking, each flat iron 5 will strive to attain a position with the least resistance against bending, or will in other words turn its flat side to the direction of the external force at the collision.
  • Fig 7 illustrates a coiftsioo against a corner of the column. It appears that a!so here the flat irons 5 will attain positions with their flat sides directed towards the force of the collision, so that the stiffness of the column is greatly decreased.
  • the effect of the provision of the flat irons 5 is mainly that the deformation or bending of the lighting column occurs under decreased deformation force, whereas the intended stability in the normal case with an upright column is maintained. The damages to die colliding vehicle and its passengers will be decreased, while the intended bending of the column is maintained.

Abstract

A yieldable lighting column (1) comprises an elongated, continuous sheet metal shell (3) with a polygonal, preferably octagonal cross-section with internal, stabilizing irons (5) internally attached to the shell (3). The irons are flat irons (5), which are internally attached to each second of the sides of the shell (3) and extend at least in the longitudinal area of the column, where a vehicle may hit the column (1) at collision.

Description

A YIELDABLE LIGTHING COLUMN
Technical Field
The present invention relates to a yieldable lighting column, comprising an elongated, continuous sheet metal shell with a polygonal, preferably octagonal, cross- section with internal, stabilizing irons internally attached to the shell. It also relates to a method of providing such a lighting column with the ability to yield to a colliding vehicle with minimum damages to the vehicle and its passengers.
Background of the Invention
Lighting columns placed at the roadside, where there is a risk for a vehicle leaving the road for some reason to collide with them, are customary of a yieldable construction. The hit column will bend over the colliding vehicle and absorb the collision energy in such a way that the damages to the vehicle and its passengers will be kept at a minimum.
It is normal to construct the column from relati vely thin sheet metal with a thickness of say 1.5 mm. In order to withstand the wind forces and other forces normally acting on the column, it needs to be stabilized. Conventionally, the stabilizing function can be performed by rod irons internally attached to the shell.
The stiffness of these rod irons will be maintained also at the flattening of the column shell as a result of the collision of a vehicle, and the deformation of the column is not ideal with regard to the damages to the colliding vehicle and injuries to its passengers, as the bending force of the rod irons is the same as before the collision.
A fundamentally different column is shown in WO 99/02779. The shell is made of "a thin gauge metal sheet", in practice with a thickness of well under 1 mm. This shell does not have enough stability in any part, and therefore all sides of the shell have to be internally stabilized over their entire lengths and practically over their entire widths by strips. The construction is in practice a shell of thick material with weakened corner portions. The deformation properties at a collision are not satisfactory, because "the giving way ability is achieved ... because of the bent corner portions joining the intermediary flat areas stabilized by the strips" (page 7, lines 2-4). The less satisfactory deformation properties have to do with the lack of free shell areas that should have the possibility to buckle under the forces from a collision. There is a need to improve the collision properties of a yieidable lighting column of the kind with a shell with normal thickness while maintaining its stability in its normal, upright condition.
The Invention
This is according to the invention attained in that the irons are flat irons, which are internally attached to each second of the sides of the shell and extend at least in the longitudinal area of the column, where a vehicle may hit the column at a collision.
Brief Description of the Drawings
The invention will be described in further detail below under reference to the accompanying drawings, in which
Fig 1 illustrates a collision between a car and a yieidable lighting column,
Figs 2 and 3 are sections through a conventional yieidable lighting column before and after a collision, respectively,
Figs 4 and 5 are sections through a yieidable lighting column according to the invention before and after a collision, respectively, and
Figs 6 and 7 correspond to Figs 4 and 5, respectively, but depict the coll ision occurring from a slightly different angle.
Detailed Description of Embodiments
A collision between a yieidable lighting column 1 and a car 2 is illustrated in Fig 1. In a normal condition the column 1 (provided with a non-shown lighting arrangement, normally at or towards its top) is standing upright, as shown in greyish lines. In a way not shown or described, it is connected (for anchoring to the ground) to a ground attachment of a suitable kind.
If a car 2 hits a lighting column 1, it is of advantage for the driver and passengers of the car, if the column is yieidable, so that it can absorb the kinetic energy of the colliding car over a longer distance, than with a stiff column. As shown in Fig 1, the colliding car 2 will thus bend down the first portion of the column 1 to the ground, whereas a further portion of the column will be flattened and bent over the car by its front.
A section through a presently used, yieidable lighting column is shown in Fig
2. The column is built-up of an octagonal sheet metal shell 3, which preferably tapers slowly upwards. The shell can be built up of several wall units, preferably welded together. The shell structure is reinforced by internal round irons 4, which are attached to the shell, preferably by spot welding or continuous welding. In the shown case, four round irons 4 are attached to the middle of each second of the eight side walls. The number of round irons 4 and their positions within the shell can vary. Also the column shell can have more or less sides than the shown octagonal column, and it can have a rounded cross-sectional shape.
In Fig 3 the section of the column shown in Fig 2 has been flattened by a collision. Even if the column is yieldable to a certain extent, the stiffness provided by the four round irons 4 is maintained after the collision and also the bending force during deformation.
In Fig 4 a section through a column according to the invention is shown. Also in this case the column 1 has an octagonal section and has a sheet metal shell 3, which tapers slowly upwards continuously or stepwise. The sheet metal material (normally galvanized iron) may typically have a thickness of some 1.5 mm, but other thicknesses are possible.
The sheet metal shell 3 is internally provided with plate irons 5 (instead of the conventional round irons 4, shown in Figs 2 and 3). These plate irons 5 may preferably be fastened to the sheet metal shell 3 by continuous welding or spot welding. The plate irons 5 may typically have a thickness of some 4 mm, but other thicknesses may be chosen. The width of the plate irons 5 are chosen to be well under the wi dth of each side of the octagonal shell 3.
For the intended function of the yieldable column, the plate irons 5 do not need to extend along the entire height of the column 1; their presence is most important in the area in which a collision with intended bending can occur.
In the shown preferred case, four plate irons 5 are provided, namely at each second of the internal sides of the octagonal column. The intended function may, however, in principle be accomplished with fewer or more plate irons.
When the column 1 is standing upright (Figs 2 and 4), the irons 4 or 5 will provide it with the necessary stability and strength, irrespective if they are round irons 4 or flat irons 5. The function at collision and bending is, however, different.
Fig 5 illustrates a collision at a column side without flat iron. At the collision the column will be flattened, as illustrated, and the column sides perpendicular to the collided side will be bent together. More importantly, however, is that the flat irons 5 follow in the flattening and will attain positions substantially parallel to each other, so that their stiffening function is greatly diminished. Differently speaking, each flat iron 5 will strive to attain a position with the least resistance against bending, or will in other words turn its flat side to the direction of the external force at the collision. Fig 7 illustrates a coiftsioo against a corner of the column. It appears that a!so here the flat irons 5 will attain positions with their flat sides directed towards the force of the collision, so that the stiffness of the column is greatly decreased.
The effect of the provision of the flat irons 5 is mainly that the deformation or bending of the lighting column occurs under decreased deformation force, whereas the intended stability in the normal case with an upright column is maintained. The damages to die colliding vehicle and its passengers will be decreased, while the intended bending of the column is maintained.
Modificati ons are possible within the scope of the appended claims.

Claims

1. A yieldable lighting column (1), comprising an elongated, continuous sheet metal shell (3) with a polygonal, preferably octagonal, cross-section with internal, stabilizing irons (5) internally attached to the shell (3), characterized in that the irons are flat irons (5), which are internally attached to each second of the sides of the shell (3) and extend at least in the longitudinal area of the column, where a vehicle may hit the column (1) at a collision.
2. A column according to claim 1, wherein flat irons (5) are attached to the shell (3) by spot welding or continuous welding.
3, A column according to claim 1, wherein the thickness of the flat irons (5) is some 4 mm and of the shell (3) some 1.5 mm.
4. A method of providing a lighting column (1), comprising an elongated, continuous sheet metal shell (3) with a polygonal, preferably octagonal, cross-section with internal, stabilizing irons (5) internally attached to the shell (3), with the ability to yield to a colliding vehicle with minimum damages to the vehicle and its passengers, characterized in that the flat irons (5) are internally attached to each second of the sides of the shell (3).
PCT/EP2011/060989 2010-07-08 2011-06-30 A yieldable lighting column WO2012004182A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
US13/805,497 US20140043836A1 (en) 2010-07-08 2011-06-30 Yieldable lighting column
AU2011275921A AU2011275921A1 (en) 2010-07-08 2011-06-30 A yieldable lighting column
EP11729609.5A EP2591170A1 (en) 2010-07-08 2011-06-30 A yieldable lighting column

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE1050753A SE535317C2 (en) 2010-07-08 2010-07-08 Resilient lighting pole as well as ways to achieve a lighting pole
SE1050753-1 2010-07-08

Publications (1)

Publication Number Publication Date
WO2012004182A1 true WO2012004182A1 (en) 2012-01-12

Family

ID=44628012

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2011/060989 WO2012004182A1 (en) 2010-07-08 2011-06-30 A yieldable lighting column

Country Status (5)

Country Link
US (1) US20140043836A1 (en)
EP (1) EP2591170A1 (en)
AU (1) AU2011275921A1 (en)
SE (1) SE535317C2 (en)
WO (1) WO2012004182A1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2008229948B2 (en) * 2008-10-15 2016-08-11 Plasgain Pty Ltd An Impact Absorbing Pole
CN110425471B (en) * 2019-08-03 2022-03-15 东莞市金建达建筑有限公司 Urban road lighting system

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US4248025A (en) * 1979-08-08 1981-02-03 Unarco Industries, Inc. Knock down pole construction
WO1999002779A1 (en) 1997-07-09 1999-01-21 Lars Svensson Method for manufacturing a post and post manufactured according to said method
WO2010136833A1 (en) * 2009-05-25 2010-12-02 Seri Q Sign A/S Anchoring assembly for yieldable pole

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Publication number Priority date Publication date Assignee Title
US3196990A (en) * 1961-03-23 1965-07-27 Mc Graw Edison Co Tapered structural member and method of making the same
US4248025A (en) * 1979-08-08 1981-02-03 Unarco Industries, Inc. Knock down pole construction
WO1999002779A1 (en) 1997-07-09 1999-01-21 Lars Svensson Method for manufacturing a post and post manufactured according to said method
WO2010136833A1 (en) * 2009-05-25 2010-12-02 Seri Q Sign A/S Anchoring assembly for yieldable pole

Non-Patent Citations (1)

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Title
See also references of EP2591170A1

Also Published As

Publication number Publication date
SE535317C2 (en) 2012-06-26
US20140043836A1 (en) 2014-02-13
AU2011275921A2 (en) 2013-09-12
EP2591170A1 (en) 2013-05-15
SE1050753A1 (en) 2012-01-09
AU2011275921A1 (en) 2013-01-10

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